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| 1 | Civil Part:Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) Ordinary soil Manual Means upto 3 m depth cum 233.00 |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) Ordinary soil Manual Means 3 to 6 meter depth |
| 3 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) Ordinary soil Manual Means above 6 meter depth |
| 4 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cementconcrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6(1 cement :6 coarse sand) |
| 6 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square orround bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 8 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4(1 cement: 4 fine sand) |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with afloating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 10 | Half brick masonry with Fly Ash Brick (230x115x75 mm size) bricks ofclass designation 10 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 12 | Providing and laying in position excluding cement concrete of level: specified grade the cost ofcentering and shuttering - All work up to plinth-1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40mm nominal size derived from natural sources) |
| 13 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill)derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from naturalsources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidatedand grouted with fine sand, including necessary excavation, levelling & dressing & finishing the topsmooth. |
| 14 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing face. Complete as per drawing andTechnical specifications |
| 15 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction ofEngineer- in-charge. |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layersnot exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to50 and for all lif. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 19 | Providing and laying in position excluding cement concrete of level: specified grade the cost ofcentering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derive |
| 20 | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of classdesignation 10 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Providing and laying in position excluding cement concrete of level: specified grade the cost ofcentering and shuttering - All work up to plinth 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) |
| 22 | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of classdesignation 10 in superstructure above plinth level up to floor V level in allshapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived 20 mm nominal size derived from natural sources) |
| 24 | einforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position andbinding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position andbinding all complete above plinth level.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 29 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1st class hard wood and well matched teak 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 30 | 12 mm cement plaster of mix:1:6(1 cement: 6 fine sand) |
| 31 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 32 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gram/litre, of approved manufacturer and of required shade and colour all complete to achieve evenshade and colour:New work (two or more coats) |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 0.90 litre/10 sqm) |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 35 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 36 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete(Copper oxidised as per IS 1378)300x16 mm |
| 37 | providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screwsetc. complete (Copper oxidised as per IS 1378) 125mm |
| 38 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunkhead, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and crosssections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing ofplain/ toughened/ laminated/ double glass unit with / without high performance coatings as per designrequirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structuraldesign proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speed Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with ss 304 body.UUsing R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 39 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. withEPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form work for:Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 41 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction ofEngineer in Charge. External work 80 mm nominal dia Pipes |
| 42 | E&M Part:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC |
| 43 | Wiring for circuit/ submain wiring alogwith earth wire with the 2 x 2.5 sq.mm. + 1x 2.5 sq.mm. earth wire of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 44 | Wiringfor light/power plug with 2X4 sq.mmFRLS PVC insulated copper conductor single corecable insurface/recessed medium class PVC conduit along with 1No.4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 45 | Supplying and fixing 5/6 amps modular switch on the exsiting modular plate & switch box including connections but excluding modular plate etc. as required. |
| 46 | Supplying and fixing 5/6 amps modular socket on the exsiting modular plate & switch box including connections but excluding modular plate etc. as required. |
| 47 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required (Suitable for the BLDC type fans) |
| 48 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 49 | Supplying and fixing following way, single pole and neutral, sheet steel,MCB distribution board, 240V, onsurface/ recess, complete with tinned copper busbar, neutral busbar, earthbar, din bar, inter connections, powder painted including earthing etc. asrequired. (But without MCB/RCCB/Isolator (6 way , Double door) |
| 50 | Supplying and fixing 5 amps to 32 amps rating, 240 volts, \\"C\\"-series Miniature Circuit Breaker suitable for inductive load of single pole in the existing MCB-DB complete with connections, testing & commissioning etc. as reqd. (single pole) |
| 51 | Supplyingandfixingfollowingrating, fourpole,415V, isolator intheexisting MOB DB complete with connections, testing and commissioning etc. as required.(100 A) |
| 52 | Supplying and fixing 63 amps rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 53 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 54 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 55 | 15 HP Star Delta Starter 3Phase |
| 56 | 15HP 12 Stage Three Phase Submersible Pump,BPD 242/12A+UMA 150 |
| 57 | flat copper cable3 core 6 sqmm (forsubmersible pump to stater) |
| 58 | Providing Alumunium armoued Cable 16 sq,mm 4core 1.1 Kv grade. |
| 59 | Laying of one number PVC insulatedand PVC sheathed/XLPEpower cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. |
| 60 | Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC Please Enable Macros to View BoQ information |
